Structural Characteristics of Colombian School of Reinforced Concrete Moment Frames With Masonry Infill
Assessment of the seismic vulnerability of the building stock of a region is a key issue for its seismic risk evaluation. Schools are an important building class as they gather a high number of people, they are important for the social development and they could be used as shelters after an emergenc...
- Autores:
-
Acevedo, Ana B
Zora Mejía, Faver N
- Tipo de recurso:
- Fecha de publicación:
- 2017
- Institución:
- Universidad EAFIT
- Repositorio:
- Repositorio EAFIT
- Idioma:
- spa
- OAI Identifier:
- oai:repository.eafit.edu.co:10784/13177
- Acceso en línea:
- http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3998
http://hdl.handle.net/10784/13177
- Palabra clave:
- Vulnerability
Schools
Seismic ris
Structural characteristics and reinforced concrete
Ingeniería Civil
Vulnerabilidad
Escuelas
Riesgo sísmico
Características estructurales
Hormigón reforzado
- Rights
- License
- Copyright (c) 2017 Ana Beatriz Acevedo Jaramillo
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2017-04-242018-11-16T16:28:57Z2017-04-242018-11-16T16:28:57Z2256-43141794-9165http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3998http://hdl.handle.net/10784/1317710.17230/ingciencia.13.25.9Assessment of the seismic vulnerability of the building stock of a region is a key issue for its seismic risk evaluation. Schools are an important building class as they gather a high number of people, they are important for the social development and they could be used as shelters after an emergency. This paper presents an assessment of the characteristics of 77 buildings from 28 schools of Medellín, Itagüí and Sabaneta (Colombia). Each building is a reinforced concrete frame with masonry infill. Analyzed parameters include the number of stories, building height, ground floor area, height and plan irregularity, presence of short columns, walls materials, columns and walls dimensions, soil type, designed lateral load, level of maintenance, year of construction and presence of damage or retrofit intervention. The analysis of the schools characteristics represents useful information that could be used for the estimation of the vulnerability of this building class, as well as for its seismic risk assessment. En este artículo se presenta un análisis de las características de 77 edificios pertenecientes a 28 escuelas de los municipios de Medellín, Itagüí y Sabaneta (Colombia). Cada edificio 4es una estructura de pórticos de hormigón reforzado con muros de mampostería no reforzada. Dentro de los parámetros analizados se encuentra el número de pisos, altura de la edificación, área en planta, irregularidades en planta y en altura, presencia de columnas cortas, materiales de muros, dimensiones de columnas y muros, tipo de suelo, carga lateral de diseño, nivel de mantenimiento, año de construcción y existencia de daños o intervenciones de repotenciación. El análisis presentado constituye información valiosa que puede usarse para fines de estimación de la vulnerabilidad de este grupo estructural y, por lo tanto, de su riesgo sísmico.application/pdfspaUniversidad EAFIThttp://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3998Copyright (c) 2017 Ana Beatriz Acevedo JaramilloAttribution 4.0 International (CC BY 4.0)http://creativecommons.org/licenses/by/4.0Acceso abiertohttp://purl.org/coar/access_right/c_abf2instname:Universidad EAFITreponame:Repositorio Institucional Universidad EAFITIngeniería y Ciencia; Vol 13 No 25 (2017); 209-227Ingeniería y Ciencia; Vol 13 No 25 (2017); 209-227Structural Characteristics of Colombian School of Reinforced Concrete Moment Frames With Masonry InfillCaracterísticas estructurales de escuelas colombianas de hormigón reforzado con mampostería no reforzadainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionarticlepublishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1VulnerabilitySchoolsSeismic risStructural characteristics and reinforced concreteIngeniería CivilVulnerabilidadEscuelasRiesgo sísmicoCaracterísticas estructuralesHormigón reforzadoAcevedo, Ana BZora Mejía, Faver NUniversidad EAFITIngeniería y Ciencia1325209227ing.ciencTHUMBNAILminaitura-ig_Mesa de trabajo 1.jpgminaitura-ig_Mesa de trabajo 1.jpgimage/jpeg265796https://repository.eafit.edu.co/bitstreams/b3d795e3-18e5-422d-9ea6-3cbd48b0700e/downloadda9b21a5c7e00c7f1127cef8e97035e0MD51ORIGINAL9.pdf9.pdfTexto completo PDFapplication/pdf1554987https://repository.eafit.edu.co/bitstreams/4830f574-9a58-4e08-823e-f6401c93d5bd/download45fe15ec42d63ec1ab8efa5d5856ceceMD52articulo.htmlarticulo.htmlTexto completo HTMLtext/html374https://repository.eafit.edu.co/bitstreams/1ee6b059-22c5-4134-8848-af03ca0590bb/download7cbc9d1a2f5ba593c6f141637c14bbcdMD5310784/13177oai:repository.eafit.edu.co:10784/131772020-03-01 17:46:19.546http://creativecommons.org/licenses/by/4.0Copyright (c) 2017 Ana Beatriz Acevedo Jaramilloopen.accesshttps://repository.eafit.edu.coRepositorio Institucional Universidad EAFITrepositorio@eafit.edu.co |
dc.title.eng.fl_str_mv |
Structural Characteristics of Colombian School of Reinforced Concrete Moment Frames With Masonry Infill |
dc.title.spa.fl_str_mv |
Características estructurales de escuelas colombianas de hormigón reforzado con mampostería no reforzada |
title |
Structural Characteristics of Colombian School of Reinforced Concrete Moment Frames With Masonry Infill |
spellingShingle |
Structural Characteristics of Colombian School of Reinforced Concrete Moment Frames With Masonry Infill Vulnerability Schools Seismic ris Structural characteristics and reinforced concrete Ingeniería Civil Vulnerabilidad Escuelas Riesgo sísmico Características estructurales Hormigón reforzado |
title_short |
Structural Characteristics of Colombian School of Reinforced Concrete Moment Frames With Masonry Infill |
title_full |
Structural Characteristics of Colombian School of Reinforced Concrete Moment Frames With Masonry Infill |
title_fullStr |
Structural Characteristics of Colombian School of Reinforced Concrete Moment Frames With Masonry Infill |
title_full_unstemmed |
Structural Characteristics of Colombian School of Reinforced Concrete Moment Frames With Masonry Infill |
title_sort |
Structural Characteristics of Colombian School of Reinforced Concrete Moment Frames With Masonry Infill |
dc.creator.fl_str_mv |
Acevedo, Ana B Zora Mejía, Faver N |
dc.contributor.author.none.fl_str_mv |
Acevedo, Ana B Zora Mejía, Faver N |
dc.contributor.affiliation.spa.fl_str_mv |
Universidad EAFIT |
dc.subject.keyword.eng.fl_str_mv |
Vulnerability Schools Seismic ris Structural characteristics and reinforced concrete |
topic |
Vulnerability Schools Seismic ris Structural characteristics and reinforced concrete Ingeniería Civil Vulnerabilidad Escuelas Riesgo sísmico Características estructurales Hormigón reforzado |
dc.subject.keyword.spa.fl_str_mv |
Ingeniería Civil Vulnerabilidad Escuelas Riesgo sísmico Características estructurales Hormigón reforzado |
description |
Assessment of the seismic vulnerability of the building stock of a region is a key issue for its seismic risk evaluation. Schools are an important building class as they gather a high number of people, they are important for the social development and they could be used as shelters after an emergency. This paper presents an assessment of the characteristics of 77 buildings from 28 schools of Medellín, Itagüí and Sabaneta (Colombia). Each building is a reinforced concrete frame with masonry infill. Analyzed parameters include the number of stories, building height, ground floor area, height and plan irregularity, presence of short columns, walls materials, columns and walls dimensions, soil type, designed lateral load, level of maintenance, year of construction and presence of damage or retrofit intervention. The analysis of the schools characteristics represents useful information that could be used for the estimation of the vulnerability of this building class, as well as for its seismic risk assessment. |
publishDate |
2017 |
dc.date.issued.none.fl_str_mv |
2017-04-24 |
dc.date.available.none.fl_str_mv |
2018-11-16T16:28:57Z |
dc.date.accessioned.none.fl_str_mv |
2018-11-16T16:28:57Z |
dc.date.none.fl_str_mv |
2017-04-24 |
dc.type.eng.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion article publishedVersion |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.local.spa.fl_str_mv |
Artículo |
status_str |
publishedVersion |
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2256-4314 1794-9165 |
dc.identifier.uri.none.fl_str_mv |
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3998 http://hdl.handle.net/10784/13177 |
dc.identifier.doi.none.fl_str_mv |
10.17230/ingciencia.13.25.9 |
identifier_str_mv |
2256-4314 1794-9165 10.17230/ingciencia.13.25.9 |
url |
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3998 http://hdl.handle.net/10784/13177 |
dc.language.iso.none.fl_str_mv |
spa |
language |
spa |
dc.relation.isversionof.none.fl_str_mv |
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/3998 |
dc.rights.eng.fl_str_mv |
Copyright (c) 2017 Ana Beatriz Acevedo Jaramillo Attribution 4.0 International (CC BY 4.0) |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.uri.none.fl_str_mv |
http://creativecommons.org/licenses/by/4.0 |
dc.rights.local.spa.fl_str_mv |
Acceso abierto |
rights_invalid_str_mv |
Copyright (c) 2017 Ana Beatriz Acevedo Jaramillo Attribution 4.0 International (CC BY 4.0) http://creativecommons.org/licenses/by/4.0 Acceso abierto http://purl.org/coar/access_right/c_abf2 |
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Universidad EAFIT |
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instname:Universidad EAFIT reponame:Repositorio Institucional Universidad EAFIT |
dc.source.eng.fl_str_mv |
Ingeniería y Ciencia; Vol 13 No 25 (2017); 209-227 |
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Ingeniería y Ciencia; Vol 13 No 25 (2017); 209-227 |
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Universidad EAFIT |
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